Research Article
Apr 1971
Nonlinear Formulations of Beam-Column Effects
Publication: Journal of the Structural Division
Volume 97, Issue 4
Abstract
Nonlinear force-deformation relations are obtained for members of two-dimensional framed structures. The relations are useful in studies involving the stability of frames and the nonlinear behavior of elastic framed structures. The force-deformation relations are obtained in approximate, series, and closed forms. Also, solutions are given that include the influence of concentrated and uniform loads along the member.
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Published In
Journal of the Structural Division
Volume 97 • Issue 4 • April 1971
Pages: 1305 - 1340
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Apr 1971
Published online: Feb 1, 2021
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Authors
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Frank Baron, F.ASCE
Prof. of Civ. Engrg., Univ. of California, Berkeley, CA
Mahadeva S. Venkatesan, AM.ASCE
Asst. Prof. of Engrg., State Coll., Fullerton, CA
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.